自制
发表于 2025-3-23 12:40:09
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asthma
发表于 2025-3-23 16:04:18
Nonlinear Static Behaviour of RC Frame Buildings During Construction Stagesysis is carried out to determine possible damage of structural members with increase in height of the buildings. The present study gives an insight on the vulnerability of the structural members of building liable to seismic damage.
易改变
发表于 2025-3-23 20:44:14
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mitten
发表于 2025-3-24 00:47:39
A Comparative Study of the Seismic Provisions of Indian Seismic Code IS 1893-2002 and Draft Indian Ctems, effect of masonry infill works on design of framed building, simplifying torsional provisions and simplified method of liquefaction potential analysis are carried out as extra items. Similarities and differences among both codes are illustrated here in the form of tables and graphs.
演讲
发表于 2025-3-24 04:07:58
Estimation of Peak Factors for Tall Buildings Subjected to Wind-Induced Pressuresaration, has been assessed. It has been observed that use of data-driven Hermite-based models could provide a better and realistic estimate of peak factor, as compared to that offered by Gaussian framework.
凝乳
发表于 2025-3-24 07:30:58
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Blatant
发表于 2025-3-24 10:50:07
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到婚嫁年龄
发表于 2025-3-24 18:02:32
Dynamic Modelling of Ujjayanta Palace—A Heritage Load-Bearing Masonry Building out time history analysis for earthquake inputs. The analysis enabled the ductility-based design, which was a major requirement for seismic retrofitting of the heritage building. The building is situated at Agartala, the capital of the state of Tripura. The building has a number of piers which are
dysphagia
发表于 2025-3-24 19:04:23
Hybrid Testing of Concrete Bridge Piers with Different Detailing at Column–Foundation Interface from the interface zone to make rehabilitation relatively easier. One possible approach is to incorporate some additional features at interface to shift the likely damage zone. The paper is an experimental investigation to evaluate the role of additional detailing introduced at the interface. Two s
arbovirus
发表于 2025-3-25 01:52:05
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